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  1. Home/
  2. Md Nizamuddin Mondal/
  3. Week 7 Challenge

Week 7 Challenge

Name of Project/ Work             :- Calculate the water current forces. Name of Client                           :- Skill-Lync Name of authourity Engineer    :- Skill-Lync   Designer Name …

    • Md Nizamuddin Mondal

      updated on 19 Feb 2023

    Name of Project/ Work             :- Calculate the water current forces.

    Name of Client                           :- Skill-Lync

    Name of authourity Engineer    :- Skill-Lync

     

    Designer Name                           :- Md Nizamuddin

    Check by                                      :- Skill-Lync Professor.

    Approved By                                :- Skill -Lync Authourised Professor.

     

    • Introduction:
    • Client Name (_______________________________________) has awarded Company Name ____________________________________ for Project Name(_____________________________________________________________________________________________________________________________________________________________________________________________________________________.Company Name (______________________) has appointed INFRAENGG Design Agency’s name (__________________) as the “Design Consultant” to carry out the Detailed Design of the project corridor.
    • General Arragment :-

     

     

     

    •  Given Data:-

     

     

    Calculation the Water Current Forces
    HFL above Foundation   = 2.00 m  
    Span of the Structure    = 45.00 m  
    The Mean Velocity    Vmean = 3.00
    m/s
    		 
    Maximum Velocity= Vmax. = 4.24 m/s  
    Shape Constant Factor, Assume it Circular    k = 0.66    
    Water Current Force P = 617.76
    KN/m2
    		 
    Indivisual  Force as UDL   = 1544.40 KN/m  
    Structure sub-merge in water ( Force action from o to m 8 m height of the Structure) = 8.00 m  
    Dimension Detail          
    Abutment Shaft          
    No @ A1   = 1 No  
    Height     = 10.00 m  
    Diameter of the Abutment   = 2.50 m  
    Depth/Thickness   = 0.000 m  
    Quantity   = 49.09 m3  
    Abutment Shaft          
    No @ A2   = 1 No  
    Height     = 10.00 m  
    Diameter of the Abutment   = 2.50 m  
    Depth/Thickness   = 0.000 m  
    Quantity s = 49.09 m3  
    Pier Shaft            
    No @ P1   = 1 No  
    Height     = 10.00 m  
    Diameter of the Pier   = 2.50 m  
    Depth/Thickness   = 0.000 m  
    Quantity s = 49.09 m3  
    Roof Slab            
    No     = 2 Nos  
    length     = 45.00 m  
    Width     = 7.50 m  
    Depth/Thickness   = 0.250 m  
    Quantity   = 168.75 m3  
                 
     I-Girder            
    No     = 3 Nos  
    length @ c/c of the Bearing    = 43.00 m  
    Top Width    = 1.20 m  
    Top flange Thickness   = 0.180 m  
    Web Thickness   = 0.30 m3  
    Overwall height   = 2.50 Nos  
    Bottom Width   = 0.85 m  
    bottom Thickness   = 0.25 m  
    Quantity   = 90.26 m3  
                 
    Material Properties          
    Density of concrete   = 25.00 KN/m3  
    Grade of Concrete   = M35 N/mm2  
    Grade of Steel   = Fe500 N/mm2  
    • Geometry Figure:-

    • Properties assigned:-

    • Support assigned:-

    • water current forces assigned:-

    • Deflection due to water current force:-

    • Reaction foreces :-

    •  Displacement:-

    Report:-

    Maximum Bending Moment 
    Beam L/C Section Shear-Z kN Moment-Y kN-m
    2 1 1 6177.6 32947.203
    1 1 1 6177.6 32947.203
    3 1 1 6177.6 32947.203
    2 1 0.917 6102.615 27817.859
    1 1 0.917 6102.615 27817.859
    3 1 0.917 6102.615 27817.859
    2 1 0.833 5895.408 22800.238
    3 1 0.833 5895.408 22800.238
    1 1 0.833 5895.408 22800.238
    3 1 0.75 5555.984 18006.094
    2 1 0.75 5555.984 18006.094
    1 1 0.75 5555.984 18006.094
    2 1 0.667 5084.34 13547.112
    1 1 0.667 5084.34 13547.112
    3 1 0.667 5084.34 13547.112
    2 1 0.583 4480.475 9534.982
    1 1 0.583 4480.475 9534.982
    3 1 0.583 4480.475 9534.982
    2 1 0.5 3744.39 6081.423
    1 1 0.5 3744.39 6081.423
    3 1 0.5 3744.39 6081.423
    3 1 0.417 2876.086 3298.132
    1 1 0.417 2876.086 3298.132
    2 1 0.417 2876.086 3298.132
    1 1 0.333 1875.562 1296.813
    2 1 0.333 1875.562 1296.813
    3 1 0.333 1875.562 1296.813
    2 1 0.25 742.818 189.166
    3 1 0.25 742.818 189.166
    1 1 0.25 742.818 189.166

     

     

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